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NAI.Y M SMEAR •Q j {t.. / i `E �A v . . / copyrighted designs
1 1 1 P RAnBN FROM u •••k : I , DISI__, 1 f �� �:•Y areby Mark G Stewart and Mark
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I 1 a NOTES (CAREX OBNUPTA)MIN.6'PLUGS ,- I / J O • /' / I ate
1 I. PUBLIC WATER DUALITY AND/OR WARDEN even, PLANT 6 PC.PER SGL FT. n / / /
1 I 2. PRGODE OVERFLOW CON.EV NCE SYSTEM OVERFLOW CONVEYANCE HEIGHT TO ALLOW 5', �'/ // / /� // ) man.
PONDING PIPING TO ?ANNUM Df THE PLUMBING CODE OR CONVEY THE25 YEAR STC' /
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ING E SEW RVS �AI!ON FOR SUING THE RATE SHALL BE DETERMINE ,/ I ,' \J ////
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s. FLOWO59P ORS SNOJL)BE OSLO IF FINN SLOPE TO THE BASIN IS GREATENTHAN I / / / L.AI� / / / I
1 I I DISSIP TORS STALE EE CONSTROCTED OUT Of ROCK OR NAVEL PEG JESSE.FLOWYEA / / / / /
TRT OF HE FACLIT
TREATMENT AREA SHALL HAW HIGH DENS TY JUTE OR COCONUT MATTIN WER
1 I 1 GROWN.RECTUM OR BASE 5 ABS/ANON METHOD ASAPPROVED BY iii!DS C LI'
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PARCEL u lC 0 l r FEBRUARY
M RRCH 201 B01 B
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1 I 1I NON-STRUCTURAL [IDA �_ j1'" 1/ I / tO i�
PLANTER RAIN GARDEN HANDBOOK CleanWtatea Servicees1/16''=1 '-0'' 'y)a r / v \` q)(6 ^ '/ _Vj I '� L 1
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